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<br /> INFLOW HVCR08RAPrl mm~t: J.:~:::10[~¿, h10
<br /> BASIN STORAGEIELEVATIðH D,l1 ~ FILEHAHE: A: 9320c.ES
<br /> OUTLET STRUCTURE DISCHAR1JE/ELEVATICH OAT A FILENAHE: ~~ 9~O~f.~, 10
<br /> TtHE HVORCGRAPH BASIn STORAGE mvmOH BASIN OUrFLOW RHENTIOU
<br /> hrs. fNFI O~. cfs HlFLCW,ds acre-it it,ABOVE ms1 OUTFLOW,~f$ ¡OTH,ch TIHthrs
<br /> tUO 0.60 G.60 a.1450 912,50 0,00 0,00 5.25
<br /> 11.10 un 0,10 0.1503 912,56 0.01 a.a! 5.10
<br /> 11.20 0,10 0.10 0.1559 912,62 0,04 0.04 5,13
<br /> 11,1Q o.ao UO 0,1616 912,H û.Ol om U1
<br /> 11.40 0,90 0.90 a.lm 912,15 0,13 a. ;3 3.94
<br /> 11.50 1.10 1.10 0, mT 912,83 0,21 0.21 3.23
<br /> 11.50 1.20 1.20 ·¡,'.m 112,91 0,31 C,31 2,92
<br /> rUG 1. gO !.9Q 4,1918 Ei3.02 O. ~2 1.42 2.00
<br /> 11.20 2.60 2,60 0,20H m,u 0,51 0.51 1.61
<br /> 11.90 3.40 3.40 0,2265 113.~1 0.86 163 1.35
<br /> 12.00 6,60 6. $0 0.2615 913.19 0.88 US 0,85
<br /> 12,10 IUO 12,60 0.3326 914.32 1.11 1.11 1.59
<br /> 12.20 19,20 19,20 0.4531 915,05 t.31 1.31 0,53
<br /> IUD 19,90 19,90 0.6029 915096 U4 1.64 U8
<br /> 12.40 14.40 j 4,40 0,1305 916,50 I, ;~ . ,~a 1.09
<br /> 12.50 1.30 9.30 0.8tH 916,85 1.86 1.86 . ' ,~~
<br /> 12,60 6.40 6,40 D.8m 911.05 1.91 1.91 2.51
<br /> 12,10 4,10 410 ootm ~n, !~ 1.94 1.94 1.25
<br /> 12.8Q 3.60 3,80 0, ~ I ~1 911.25 1.96 U~ 3.91
<br /> 12,90 3,10 3.10 n.ma. gn,JO I.H Ul 4.40
<br /> 13.00 2.50 2.50 0.9291 911.33 1.91 1.91 5.02
<br /> I~, 10 2.30 2.30- 1.9326 j¡UJ 1.98 1.98 5.28
<br /> 13.20 2,00 2.00 0.9340 911.35 1.98 1.98 5.68
<br /> 11.30 1.90 j,90 Q.n1.!1 911 . 35 1.98 1.98 5.83
<br /> 13.40 1.10 1.10. 0:9323- 911.34 1.98 1.98 6.13
<br /> 13,50 1.60 1.60 0,9296 911.13 1.98 1.98 6.29
<br /> 13. 60 1.50 1.50, 0,9261 911.32 1.91 ¡,97 6.45
<br /> 1!, :a 1.50 1.50 0,9222. 911.30 1.91 1.91 . 6.41
<br /> 13.?O 1.40 1.40 0,9180 911.28 1.96 1.36 6060
<br /> 13.00 1.30 1.30 0,9129 911.26 1.96 1.96 6.18
<br /> 14,00 LJ) 1.30 0,9015 911.24 \;95 1.55 6,15
<br /> H,10 1.20 UŒ' UOIT' 911.22 l.g5 1. 95 6.93
<br /> \4.2Q l.za. 1.20 0.8955: 911.19 1.94, 1.9~· 6,90.
<br /> TGTAL ROUTING WISS BAUlNCE OrSCREPAMCY: .05' ~
<br /> PEAK INFLOW : \9.90 ds. PEAK OUTFlO~ : 1.98 ch.
<br /> ROUTING TIMe STEP: 0,10 hours KUKBER ΠOUTFLO~ HVCRCGRAPH potNTS : 33
<br /> ....~ /'
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